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减水剂作用下超细尾砂膏体流变和力学性能研究 被引量:3

Study on Rheological and Mechanical Properties of Cemented Ultra-fine Tailings Backfill Under Superplasticizer Effect
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摘要 为解决超细尾砂胶结充填材料(CUTB)流动性差、强度低的问题,分析了减水剂(SP)对CUTB的浆体流变、固化强度及波速等的改善效果,并提出了基于絮凝体含水量的屈服应力预测模型。结果表明:(1)当SP掺量从0增加到0.04%时,屈服应力和等效塑性黏度分别降低了51.3%和37.5%;(2)提出的考虑絮凝体含水量的动态屈服应力模型是科学有效的,最大堆积密度和有效固体浓度是影响新拌CUTB屈服应力的主要微观因素;(3) SP能够显著提高CUTB的强度,当SP掺量从0增加到0.04%时,3、7、28 d强度分别提高了17.7%,34.0%和28.0%;(4)最优的SP掺量为0.03%。研究结果可为矿山实际利用SP改善CUTB性能提供参考。 In order to solve the problem of poor flow and low strength of cemented ultra-fine tailings backfill(CUTB),this paper investigated the improvement effect of superplasticizer(SP)on the properties of CUTB such as rheology,strength and ultrasonic pulse velocity,and proposed a prediction model of yield stress based on the water content of flocculant.The re-sults show that:①The yield stress and equivalent plastic viscosity decreased by 51.3%and 37.5%,respectively,when the SP content increased from 0 to 0.04%.②The proposed dynamic yield stress model considering the water content of floc is scien-tifically valid,and the maximum packing density and effective solids concentration are the main fine-scale factors affecting the yield stress of fresh CUTB.③SP can significantly improve the strength of CUTB.When the SP content was increased from 0 to 0.04%,the 3,7,28 dstrengths were increased by 17.7%,34.0%and 28.0%,respectively.④The optimal SP content was 0.03%.The results of this paper provide a reference for the actual use of SP to improve the performance of CUTB in mines.
作者 周浩 孙晓刚 邱景平 郭镇邦 张世玉 袁龙 王成利 ZHOU Hao;SUN Xiaogang;QIU Jingping;GUO Zhenbang;ZHANG Shiyu;YUAN Long;WANG Chengli(School of Resources and Civil Engineering,Northeastern University,Shenyang 110819,China;Anshan Iron and Steel Labor Health Research Institute Technology Co.,Ltd.,Anshan 114031,China)
出处 《金属矿山》 CAS 北大核心 2023年第11期167-173,共7页 Metal Mine
基金 辽宁省重大科技专项(编号:2020JH1/10300005) 国家自然科学基金项目(编号:51774066)。
关键词 减水剂 超细尾砂 动态屈服应力 单轴抗压强度 超声波波速 superplasticizer ultra-fine tailings dynamic yield stress uniaxial compressive strength ultrasonic pulse ve-locity
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